ELINs__-_07_June_2018.xlsx
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- Solicitation number
- N4008518R9760
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| N40085-18-R-9760-0003.pdf | ||
| N40085-18-R-9760-0002.pdf | ||
| N40085-18-R-9760-0001.pdf | ||
| N40085-18-R-9760.pdf |
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EARLE BASE
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT#N40085-18-D-9760 |
| EXHIBIT A |
| Line Item 0001 Recurring Work - Base Period | |||||
| PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3 | |||||
| ELINs A001 | |||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| A001 - NAVSTA Spec Item 3 | |||||
| A001 | Firm Fixed-Price Work | ||||
| A001AA | Emergency Service Order 3.1.1 | 10 | EA | $ | |
| A001AB | Routine Service Order 3.1.3 | 4 | EA | $ | |
| A001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA | $ | |
| A001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA | $ | |
| A001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA | $ | |
| A001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA | $ | |
| A001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI | $ | |
| A001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI | $ | |
| A001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 84 | MI | $ | Note: Ultra sonic testing is only performed once every 5 years |
TOTAL FFP LINE ITEMS $
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT A |
| Line Item 0002 Non-Recurring Work - Base Period | ||||||
| PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs A700 through A784 ARE FOR NWS EARLE | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| A700 | Emergency Call | 6 | EA | $ | ||
| A701 | Thawing of Switches | 5 | EA | $ | ||
| A702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| A703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1400 | LF | $ | ||
| A704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| A705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| A706 | Replace Rail: 85# | 200 | LF | $ | ||
| A707 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| A708 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| A709 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| A710 | Crossties: 7"x 9"x 8'-6", Overpass | 24 | EA | $ | ||
| A711 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| A712 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| A713 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| A714 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| A715 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| A716 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| A717 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| A718 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| A719 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| A720 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| A721 | Tie Plates: Double Shoulder | 750 | EA | $ | ||
| A722 | Cut Spikes: 6" x 5/8" | 1,500 | EA | $ | ||
| A723 | Rail Anchors: 85# | 400 | EA | $ | ||
| A724 | Rail Anchors: 100# | 200 | EA | $ | ||
| A725 | Rail Anchors: 115# | 600 | EA | $ | ||
| A726 | Ballast | 600 | TON | $ | ||
| A727 | Repair Grounding System - Ground Electrode | 1 | EA | $ | ||
| A728 | Repair Grounding System - Ground Track | 1 | EA | $ | ||
| A729 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| A730 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| A731 | Track Bolts: 85# Rail | 250 | EA | $ | ||
| A732 | Track Bolts: 100# Rail | 300 | EA | $ | ||
| A733 | Track Bolts: 115# Rail | 200 | EA | $ | ||
| A734 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| A735 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| A736 | Gauging | 1,800 | TF | $ | ||
| A737 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| A738 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| A739 | Ground Throw Switch Stand | 5 | EA | $ | ||
| A740 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| A741 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| A742 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| A743 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| A744 | Install Complete New #10 Turnout: 100# | 0 | EA | $ | ||
| A745 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| A746 | Switch Bolts: 80#-115# Guard Rail | 15 | EA | $ | ||
| A747 | Switch Bolts: 80#-115# Heel Block | 5 | EA | $ | ||
| A748 | Rail Stops | 0 | PR | $ | ||
| A749 | Remove Existing Asphalt | 350 | TN | $ | ||
| A750 | Provide Asphalt Pavement | 350 | TN | $ | ||
| A751 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| A752 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| A753 | Flangeway Road Crossing | 40 | LF | $ | ||
| A754 | Railseal Rubber Flangeway Sealer | 50 | LF | $ | ||
| A755 | Concrete Panel Roadway Crossing | 60 | LF | $ | ||
| A756 | Cleaning of Flange Ways | 70 | TF | $ | ||
| A757 | Ditch Maintenance | 100 | LF | $ | ||
| A758 | Excavation of Mud Cribs | 70 | EA | $ | ||
| A759 | New Filter Fabric | 450 | SY | $ | ||
| A760 | New Subdrains | 200 | LF | $ | ||
| A761 | Joint Bars with Bolts: 85# | 20 | PR | $ | ||
| A762 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| A763 | Joint Bars with Bolts: 115# | 10 | PR | $ | ||
| A764 | Cut & Drill Existing Rail | 6 | EA | $ | ||
| A765 | Replace Concrete Deck | 2 | CF | $ | ||
| A766 | Rail Clips | 2 | EA | $ | ||
| A767 | Replace Spring Ground Throw | 5 | EA | $ | ||
| A768 | Install New Ambidex Boxes | 1 | EA | $ | ||
| A769 | Compromise Joint: 80#/115# | 10 | PR | $ | ||
| A770 | Joint Bar Maintenance | 3 | EA | $ | ||
| A771 | Complete 115# Tongue & Mate Turnouts | 1 | EA | $ | ||
| A772 | Traffic and Railroad Signals Service | 48 | HR | $ | ||
| A773 | Ultrasonic Track Testing | 1 | MI | $ | ||
| A774 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 700 | TF | $ | |||
| A775 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 1800 | TF | $ | |||
| A776 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 2500 | TF | $ | ||
| A777 | Composite Railroad Ties | 20 | EA | $ | ||
| A778 | Engineering Services | 160 | HR | $ | ||
| A779 | Equipment Operator (Davis Bacon Rates) | 40 | HR | $ | ||
| A780 | Foreman (Davis Bacon Rates) | 40 | HR | $ | ||
| A781 | Laborer (Davis Bacon Rates) | 40 | HR | $ | ||
| A782 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| A783 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| A784 | Material | $15,000.00 | LS | $ |
Total IQ Line Items A700 Through A784 $
TOTAL NON-RECURRING WORK PRICE BASE PERIOD - NWS Earle $
MECH BASE
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT A |
| Continuation Line Item 0002 Non-Recurring Work - Base Period | ||||||
| PROVIDE PRICES FOR NSA MECHANICSBURG - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs A800 through A891 ARE FOR NSA MECHANICSBURG | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| A800 | Emergency Call | 6 | EA | $ | ||
| A801 | Turnout Maintenance (PM) | 52 | EA | $ | ||
| A802 | Thawing of Switches | 5 | EA | $ | ||
| A803 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| A804 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| A805 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| A806 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| A807 | Install Rail: 131# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| A808 | Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| A809 | Replace Rail: 85# | 0 | LF | $ | ||
| A810 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| A811 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| A812 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| A813 | Crossties: 7"x 9"x 8'-6", Overpass | 0 | EA | $ | ||
| A814 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| A815 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| A816 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| A817 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| A818 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| A819 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| A820 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| A821 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| A822 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| A823 | Switch Timbers: 7"x 9"x 22'-0" | 20 | EA | $ | ||
| A824 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| A825 | Tie Plates: Double Shoulder | 500 | EA | $ | ||
| A826 | Cut Spikes: 6" x 5/8" | 3,100 | EA | $ | ||
| A827 | Rail Anchors: 85# | 100 | EA | $ | ||
| A828 | Rail Anchors: 100# | 200 | EA | $ | ||
| A829 | Rail Anchors: 115# | 600 | EA | $ | ||
| A830 | Rail Anchors: 131# | 300 | EA | $ | ||
| A831 | Ballast | 600 | TON | $ | ||
| A832 | Repair Grounding System - Ground Electrode | 0 | EA | $ | ||
| A833 | Repair Grounding System - Ground Track | 0 | EA | $ | ||
| A834 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| A835 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| A836 | Track Bolts: 85# Rail | 150 | EA | $ | ||
| A837 | Track Bolts: 100# Rail | 200 | EA | $ | ||
| A838 | Track Bolts: 115# Rail | 500 | EA | $ | ||
| A839 | Track Bolts: 131# Rail | 200 | EA | $ | ||
| A840 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| A841 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| A842 | Gauging | 1,800 | TF | $ | ||
| A843 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| A844 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| A845 | Ground Throw Switch Stand | 5 | EA | $ | ||
| A846 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| A847 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| A848 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| A849 | Install Complete New #8 Turnout: 131# | 2 | EA | $ | ||
| A850 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| A851 | Install Complete New #10 Turnout: 100# | 1 | EA | $ | ||
| A852 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| A853 | Install Complete New #10 Turnout: 131# | 2 | EA | $ | ||
| A854 | Switch Bolts: 80#-131# Guard Rail | 15 | EA | $ | ||
| A855 | Switch Bolts: 80#-131# Heel Block | 5 | EA | $ | ||
| A856 | Rail Stops | 1 | PR | $ | ||
| A857 | Remove Existing Asphalt | 350 | TN | $ | ||
| A858 | Provide Asphalt Pavement | 350 | TN | $ | ||
| A859 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| A860 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| A861 | Flangeway Road Crossing | 40 | LF | $ | ||
| A862 | Railseal Rubber Flangeway Sealer | 10 | LF | $ | ||
| A863 | Concrete Panel Roadway Crossing | 30 | LF | $ | ||
| A864 | Cleaning of Flange Ways | 70 | TF | $ | ||
| A865 | Ditch Maintenance | 100 | LF | $ | ||
| A866 | Excavation of Mud Cribs | 70 | EA | $ | ||
| A867 | New Filter Fabric | 450 | SY | $ | ||
| A868 | New Subdrains | 200 | LF | $ | ||
| A869 | Joint Bars with Bolts: 85# | 10 | PR | $ | ||
| A870 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| A871 | Joint Bars with Bolts: 115# | 15 | PR | $ | ||
| A872 | Joint Bars with Bolts: 131# | 15 | PR | $ | ||
| A873 | Cut & Drill Existing Rail | 12 | EA | $ | ||
| A874 | Replace Concrete Deck | 2 | CF | $ | ||
| A875 | Rail Clips | 2 | EA | $ | ||
| A876 | Replace Spring Ground Throw | 5 | EA | $ | ||
| A877 | Compromise Joint: 80#/131# | 20 | PR | $ | ||
| A878 | Joint Bar Maintenance | 3 | EA | $ | ||
| A879 | Complete 100#/131# Tongue & Mate Turnouts | 1 | EA | $ | ||
| A880 | Ultrasonic Track Testing | 1 | MI | $ | ||
| A881 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 0 | TF | $ | |||
| A882 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 0 | TF | $ | |||
| A883 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 0 | TF | $ | ||
| A884 | Composite Railroad Ties | 20 | EA | $ | ||
| A885 | Engineering Services | 160 | HR | $ | ||
| A886 | Equipment Operator (Davis Bacon) | 40 | HR | $ | ||
| A887 | Foreman (Davis Bacon) | 40 | HR | $ | ||
| A888 | Laborer (Davis Bacon) | 40 | HR | $ | ||
| A889 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| A890 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| A891 | Material | $15,000.00 | LS | $ |
Total IQ Line Items A800 Through A891 $
TOTAL NON-RECURRING WORK PRICE BASE PERIOD - NSA MECHANICSBURG $
Earle 1st Opt
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT B |
| Line Item 0003 Recurring Work - 1st Option Period | |||||
| PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3 | |||||
| ELINs B001 | |||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| B001 - NAVSTA Spec Item 3 | ||||
| B001 | Firm Fixed-Price Work | |||
| B001AA | Emergency Service Order 3.1.1 | 10 | EA | $ |
| B001AB | Routine Service Order 3.1.3 | 4 | EA | $ |
| B001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA | $ |
| B001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA | $ |
| B001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA | $ |
| B001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA | $ |
| B001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI | $ |
| B001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI | $ |
| B001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 0 | MI | $ |
TOTAL FFP LINE ITEMS $
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT B |
| Line Item 0004 Non-Recurring Work - 1st Option Period | ||||||
| PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs B700 through B784 ARE FOR NWS EARLE | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| B700 | Emergency Call | 6 | EA | $ | ||
| B701 | Thawing of Switches | 5 | EA | $ | ||
| B702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| B703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1400 | LF | $ | ||
| B704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| B705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| B706 | Replace Rail: 85# | 200 | LF | $ | ||
| B707 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| B708 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| B709 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| B710 | Crossties: 7"x 9"x 8'-6", Overpass | 24 | EA | $ | ||
| B711 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| B712 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| B713 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| B714 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| B715 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| B716 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| B717 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| B718 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| B719 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| B720 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| B721 | Tie Plates: Double Shoulder | 750 | EA | $ | ||
| B722 | Cut Spikes: 6" x 5/8" | 1,500 | EA | $ | ||
| B723 | Rail Anchors: 85# | 400 | EA | $ | ||
| B724 | Rail Anchors: 100# | 200 | EA | $ | ||
| B725 | Rail Anchors: 115# | 600 | EA | $ | ||
| B726 | Ballast | 600 | TON | $ | ||
| B727 | Repair Grounding System - Ground Electrode | 1 | EA | $ | ||
| B728 | Repair Grounding System - Ground Track | 1 | EA | $ | ||
| B729 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| B730 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| B731 | Track Bolts: 85# Rail | 250 | EA | $ | ||
| B732 | Track Bolts: 100# Rail | 300 | EA | $ | ||
| B733 | Track Bolts: 115# Rail | 200 | EA | $ | ||
| B734 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| B735 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| B736 | Gauging | 1,800 | TF | $ | ||
| B737 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| B738 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| B739 | Ground Throw Switch Stand | 5 | EA | $ | ||
| B740 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| B741 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| B742 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| B743 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| B744 | Install Complete New #10 Turnout: 100# | 0 | EA | $ | ||
| B745 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| B746 | Switch Bolts: 80#-115# Guard Rail | 15 | EA | $ | ||
| B747 | Switch Bolts: 80#-115# Heel Block | 5 | EA | $ | ||
| B748 | Rail Stops | 0 | PR | $ | ||
| B749 | Remove Existing Asphalt | 350 | TN | $ | ||
| B750 | Provide Asphalt Pavement | 350 | TN | $ | ||
| B751 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| B752 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| B753 | Flangeway Road Crossing | 40 | LF | $ | ||
| B754 | Railseal Rubber Flangeway Sealer | 50 | LF | $ | ||
| B755 | Concrete Panel Roadway Crossing | 60 | LF | $ | ||
| B756 | Cleaning of Flange Ways | 70 | TF | $ | ||
| B757 | Ditch Maintenance | 100 | LF | $ | ||
| B758 | Excavation of Mud Cribs | 70 | EA | $ | ||
| B759 | New Filter Fabric | 450 | SY | $ | ||
| B760 | New Subdrains | 200 | LF | $ | ||
| B761 | Joint Bars with Bolts: 85# | 20 | PR | $ | ||
| B762 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| B763 | Joint Bars with Bolts: 115# | 10 | PR | $ | ||
| B764 | Cut & Drill Existing Rail | 6 | EA | $ | ||
| B765 | Replace Concrete Deck | 2 | CF | $ | ||
| B766 | Rail Clips | 2 | EA | $ | ||
| B767 | Replace Spring Ground Throw | 5 | EA | $ | ||
| B768 | Install New Ambidex Boxes | 1 | EA | $ | ||
| B769 | Compromise Joint: 80#/115# | 10 | PR | $ | ||
| B770 | Joint Bar Maintenance | 3 | EA | $ | ||
| B771 | Complete 115# Tongue & Mate Turnouts | 1 | EA | $ | ||
| B772 | Traffic and Railroad Signals Service | 48 | HR | $ | ||
| B773 | Ultrasonic Track Testing | 1 | MI | $ | ||
| B774 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 700 | TF | $ | |||
| B775 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 1800 | TF | $ | |||
| B776 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 2500 | TF | $ | ||
| B777 | Composite Railroad Ties | 20 | EA | $ | ||
| B778 | Engineering Services | 160 | HR | $ | ||
| B779 | Equipment Operator (Davis Bacon Rates) | 40 | HR | $ | ||
| B780 | Foreman (Davis Bacon Rates) | 40 | HR | $ | ||
| B781 | Laborer (Davis Bacon Rates) | 40 | HR | $ | ||
| B782 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| B783 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| B784 | Material | $15,000.00 | LS | $ |
Total IQ Line Items B700 Through B784 $
TOTAL NON-RECURRING WORK PRICE 1ST OPTION PERIOD - NWS Earle $
Mech 1st Opt
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT B |
| Continuation Line Item 0003 Non-Recurring Work - 1st Option Period | ||||||
| PROVIDE PRICES FOR NSA MECHANICSBURG - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs B800 through B891 ARE FOR NSA MECHANICSBURG | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| B800 | Emergency Call | 6 | EA | $ | ||
| B801 | Turnout Maintenance (PM) | 52 | EA | $ | ||
| B802 | Thawing of Switches | 5 | EA | $ | ||
| B803 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| B804 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| B805 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| B806 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| B807 | Install Rail: 131# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| B808 | Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| B809 | Replace Rail: 85# | 0 | LF | $ | ||
| B810 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| B811 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| B812 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| B813 | Crossties: 7"x 9"x 8'-6", Overpass | 0 | EA | $ | ||
| B814 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| B815 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| B816 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| B817 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| B818 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| B819 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| B820 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| B821 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| B822 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| B823 | Switch Timbers: 7"x 9"x 22'-0" | 20 | EA | $ | ||
| B824 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| B825 | Tie Plates: Double Shoulder | 500 | EA | $ | ||
| B826 | Cut Spikes: 6" x 5/8" | 3,100 | EA | $ | ||
| B827 | Rail Anchors: 85# | 100 | EA | $ | ||
| B828 | Rail Anchors: 100# | 200 | EA | $ | ||
| B829 | Rail Anchors: 115# | 600 | EA | $ | ||
| B830 | Rail Anchors: 131# | 300 | EA | $ | ||
| B831 | Ballast | 600 | TON | $ | ||
| B832 | Repair Grounding System - Ground Electrode | 0 | EA | $ | ||
| B833 | Repair Grounding System - Ground Track | 0 | EA | $ | ||
| B834 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| B835 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| B836 | Track Bolts: 85# Rail | 150 | EA | $ | ||
| B837 | Track Bolts: 100# Rail | 200 | EA | $ | ||
| B838 | Track Bolts: 115# Rail | 500 | EA | $ | ||
| B839 | Track Bolts: 131# Rail | 200 | EA | $ | ||
| B840 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| B841 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| B842 | Gauging | 1,800 | TF | $ | ||
| B843 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| B844 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| B845 | Ground Throw Switch Stand | 5 | EA | $ | ||
| B846 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| B847 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| B848 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| B849 | Install Complete New #8 Turnout: 131# | 2 | EA | $ | ||
| B850 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| B851 | Install Complete New #10 Turnout: 100# | 1 | EA | $ | ||
| B852 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| B853 | Install Complete New #10 Turnout: 131# | 2 | EA | $ | ||
| B854 | Switch Bolts: 80#-131# Guard Rail | 15 | EA | $ | ||
| B855 | Switch Bolts: 80#-131# Heel Block | 5 | EA | $ | ||
| B856 | Rail Stops | 1 | PR | $ | ||
| B857 | Remove Existing Asphalt | 350 | TN | $ | ||
| B858 | Provide Asphalt Pavement | 350 | TN | $ | ||
| B859 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| B860 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| B861 | Flangeway Road Crossing | 40 | LF | $ | ||
| B862 | Railseal Rubber Flangeway Sealer | 10 | LF | $ | ||
| B863 | Concrete Panel Roadway Crossing | 30 | LF | $ | ||
| B864 | Cleaning of Flange Ways | 70 | TF | $ | ||
| B865 | Ditch Maintenance | 100 | LF | $ | ||
| B866 | Excavation of Mud Cribs | 70 | EA | $ | ||
| B867 | New Filter Fabric | 450 | SY | $ | ||
| B868 | New Subdrains | 200 | LF | $ | ||
| B869 | Joint Bars with Bolts: 85# | 10 | PR | $ | ||
| B870 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| B871 | Joint Bars with Bolts: 115# | 15 | PR | $ | ||
| B872 | Joint Bars with Bolts: 131# | 15 | PR | $ | ||
| B873 | Cut & Drill Existing Rail | 12 | EA | $ | ||
| B874 | Replace Concrete Deck | 2 | CF | $ | ||
| B875 | Rail Clips | 2 | EA | $ | ||
| B876 | Replace Spring Ground Throw | 5 | EA | $ | ||
| B877 | Compromise Joint: 80#/131# | 20 | PR | $ | ||
| B878 | Joint Bar Maintenance | 3 | EA | $ | ||
| B879 | Complete 100#/131# Tongue & Mate Turnouts | 1 | EA | $ | ||
| B880 | Ultrasonic Track Testing | 1 | MI | $ | ||
| B881 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 0 | TF | $ | |||
| B882 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 0 | TF | $ | |||
| B883 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 0 | TF | $ | ||
| B884 | Composite Railroad Ties | 20 | EA | $ | ||
| B885 | Engineering Services | 160 | HR | $ | ||
| B886 | Equipment Operator (Davis Bacon) | 40 | HR | $ | ||
| B887 | Foreman (Davis Bacon) | 40 | HR | $ | ||
| B888 | Laborer (Davis Bacon) | 40 | HR | $ | ||
| B889 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| B890 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| B891 | Material | $15,000.00 | LS | $ |
Total IQ Line Items B800 Through B891 $
TOTAL NON-RECURRING WORK PRICE 1ST OPTION PERIOD - NSA MECHANICSBURG $
Earle 2nd Opt
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT C |
| Line Item 0005 Recurring Work - 2nd Option Period | |||||
| PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3 | |||||
| ELINs C001 | |||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| C001 - NAVSTA Spec Item 3 | ||||
| C001 | Firm Fixed-Price Work | |||
| C001AA | Emergency Service Order 3.1.1 | 10 | EA | $ |
| C001AB | Routine Service Order 3.1.3 | 4 | EA | $ |
| C001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA | $ |
| C001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA | $ |
| C001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA | $ |
| C001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA | $ |
| C001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI | $ |
| C001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI | $ |
| C001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 0 | MI | $ |
TOTAL FFP LINE ITEMS $
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT C |
| Line Item 0006 Non-Recurring Work - 2nd Option Period | ||||||
| PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs C700 through C784 ARE FOR NWS EARLE | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| C700 | Emergency Call | 6 | EA | $ | ||
| C701 | Thawing of Switches | 5 | EA | $ | ||
| C702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| C703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1400 | LF | $ | ||
| C704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| C705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| C706 | Replace Rail: 85# | 200 | LF | $ | ||
| C707 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| C708 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| C709 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| C710 | Crossties: 7"x 9"x 8'-6", Overpass | 24 | EA | $ | ||
| C711 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| C712 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| C713 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| C714 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| C715 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| C716 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| C717 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| C718 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| C719 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| C720 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| C721 | Tie Plates: Double Shoulder | 750 | EA | $ | ||
| C722 | Cut Spikes: 6" x 5/8" | 1,500 | EA | $ | ||
| C723 | Rail Anchors: 85# | 400 | EA | $ | ||
| C724 | Rail Anchors: 100# | 200 | EA | $ | ||
| C725 | Rail Anchors: 115# | 600 | EA | $ | ||
| C726 | Ballast | 600 | TON | $ | ||
| C727 | Repair Grounding System - Ground Electrode | 1 | EA | $ | ||
| C728 | Repair Grounding System - Ground Track | 1 | EA | $ | ||
| C729 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| C730 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| C731 | Track Bolts: 85# Rail | 250 | EA | $ | ||
| C732 | Track Bolts: 100# Rail | 300 | EA | $ | ||
| C733 | Track Bolts: 115# Rail | 200 | EA | $ | ||
| C734 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| C735 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| C736 | Gauging | 1,800 | TF | $ | ||
| C737 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| C738 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| C739 | Ground Throw Switch Stand | 5 | EA | $ | ||
| C740 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| C741 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| C742 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| C743 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| C744 | Install Complete New #10 Turnout: 100# | 0 | EA | $ | ||
| C745 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| C746 | Switch Bolts: 80#-115# Guard Rail | 15 | EA | $ | ||
| C747 | Switch Bolts: 80#-115# Heel Block | 5 | EA | $ | ||
| C748 | Rail Stops | 0 | PR | $ | ||
| C749 | Remove Existing Asphalt | 350 | TN | $ | ||
| C750 | Provide Asphalt Pavement | 350 | TN | $ | ||
| C751 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| C752 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| C753 | Flangeway Road Crossing | 40 | LF | $ | ||
| C754 | Railseal Rubber Flangeway Sealer | 50 | LF | $ | ||
| C755 | Concrete Panel Roadway Crossing | 60 | LF | $ | ||
| C756 | Cleaning of Flange Ways | 70 | TF | $ | ||
| C757 | Ditch Maintenance | 100 | LF | $ | ||
| C758 | Excavation of Mud Cribs | 70 | EA | $ | ||
| C759 | New Filter Fabric | 450 | SY | $ | ||
| C760 | New Subdrains | 200 | LF | $ | ||
| C761 | Joint Bars with Bolts: 85# | 20 | PR | $ | ||
| C762 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| C763 | Joint Bars with Bolts: 115# | 10 | PR | $ | ||
| C764 | Cut & Drill Existing Rail | 6 | EA | $ | ||
| C765 | Replace Concrete Deck | 2 | CF | $ | ||
| C766 | Rail Clips | 2 | EA | $ | ||
| C767 | Replace Spring Ground Throw | 5 | EA | $ | ||
| C768 | Install New Ambidex Boxes | 1 | EA | $ | ||
| C769 | Compromise Joint: 80#/115# | 10 | PR | $ | ||
| C770 | Joint Bar Maintenance | 3 | EA | $ | ||
| C771 | Complete 115# Tongue & Mate Turnouts | 1 | EA | $ | ||
| C772 | Traffic and Railroad Signals Service | 48 | HR | $ | ||
| C773 | Ultrasonic Track Testing | 1 | MI | $ | ||
| C774 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 700 | TF | $ | |||
| C775 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 1800 | TF | $ | |||
| C776 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 2500 | TF | $ | ||
| C777 | Composite Railroad Ties | 20 | EA | $ | ||
| C778 | Engineering Services | 160 | HR | $ | ||
| C779 | Equipment Operator (Davis Bacon Rates) | 40 | HR | $ | ||
| C780 | Foreman (Davis Bacon Rates) | 40 | HR | $ | ||
| C781 | Laborer (Davis Bacon Rates) | 40 | HR | $ | ||
| C782 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| C783 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| C784 | Material | $15,000.00 | LS | $ |
Total IQ Line Items C700 Through C784 $
TOTAL NON-RECURRING WORK PRICE 2ND OPTIONPERIOD - NWS Earle $
Mech 2nd
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT C |
| Continuation Line Item 0006 Non-Recurring Work - 2nd Option Period | ||||||
| PROVIDE PRICES FOR NSA MECHANICSBURG - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs C800 through C891 ARE FOR NSA MECHANICSBURG | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| C800 | Emergency Call | 6 | EA | $ | ||
| C801 | Turnout Maintenance (PM) | 52 | EA | $ | ||
| C802 | Thawing of Switches | 5 | EA | $ | ||
| C803 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| C804 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| C805 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| C806 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| C807 | Install Rail: 131# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| C808 | Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| C809 | Replace Rail: 85# | 0 | LF | $ | ||
| C810 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| C811 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| C812 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| C813 | Crossties: 7"x 9"x 8'-6", Overpass | 0 | EA | $ | ||
| C814 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| C815 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| C816 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| C817 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| C818 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| C819 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| C820 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| C821 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| C822 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| C823 | Switch Timbers: 7"x 9"x 22'-0" | 20 | EA | $ | ||
| C824 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| C825 | Tie Plates: Double Shoulder | 500 | EA | $ | ||
| C826 | Cut Spikes: 6" x 5/8" | 3,100 | EA | $ | ||
| C827 | Rail Anchors: 85# | 100 | EA | $ | ||
| C828 | Rail Anchors: 100# | 200 | EA | $ | ||
| C829 | Rail Anchors: 115# | 600 | EA | $ | ||
| C830 | Rail Anchors: 131# | 300 | EA | $ | ||
| C831 | Ballast | 600 | TON | $ | ||
| C832 | Repair Grounding System - Ground Electrode | 0 | EA | $ | ||
| C833 | Repair Grounding System - Ground Track | 0 | EA | $ | ||
| C834 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| C835 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| C836 | Track Bolts: 85# Rail | 150 | EA | $ | ||
| C837 | Track Bolts: 100# Rail | 200 | EA | $ | ||
| C838 | Track Bolts: 115# Rail | 500 | EA | $ | ||
| C839 | Track Bolts: 131# Rail | 200 | EA | $ | ||
| C840 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| C841 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| C842 | Gauging | 1,800 | TF | $ | ||
| C843 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| C844 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| C845 | Ground Throw Switch Stand | 5 | EA | $ | ||
| C846 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| C847 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| C848 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| C849 | Install Complete New #8 Turnout: 131# | 2 | EA | $ | ||
| C850 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| C851 | Install Complete New #10 Turnout: 100# | 1 | EA | $ | ||
| C852 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| C853 | Install Complete New #10 Turnout: 131# | 2 | EA | $ | ||
| C854 | Switch Bolts: 80#-131# Guard Rail | 15 | EA | $ | ||
| C855 | Switch Bolts: 80#-131# Heel Block | 5 | EA | $ | ||
| C856 | Rail Stops | 1 | PR | $ | ||
| C857 | Remove Existing Asphalt | 350 | TN | $ | ||
| C858 | Provide Asphalt Pavement | 350 | TN | $ | ||
| C859 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| C860 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| C861 | Flangeway Road Crossing | 40 | LF | $ | ||
| C862 | Railseal Rubber Flangeway Sealer | 10 | LF | $ | ||
| C863 | Concrete Panel Roadway Crossing | 30 | LF | $ | ||
| C864 | Cleaning of Flange Ways | 70 | TF | $ | ||
| C865 | Ditch Maintenance | 100 | LF | $ | ||
| C866 | Excavation of Mud Cribs | 70 | EA | $ | ||
| C867 | New Filter Fabric | 450 | SY | $ | ||
| C868 | New Subdrains | 200 | LF | $ | ||
| C869 | Joint Bars with Bolts: 85# | 10 | PR | $ | ||
| C870 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| C871 | Joint Bars with Bolts: 115# | 15 | PR | $ | ||
| C872 | Joint Bars with Bolts: 131# | 15 | PR | $ | ||
| C873 | Cut & Drill Existing Rail | 12 | EA | $ | ||
| C874 | Replace Concrete Deck | 2 | CF | $ | ||
| C875 | Rail Clips | 2 | EA | $ | ||
| C876 | Replace Spring Ground Throw | 5 | EA | $ | ||
| C877 | Compromise Joint: 80#/131# | 20 | PR | $ | ||
| C878 | Joint Bar Maintenance | 3 | EA | $ | ||
| C879 | Complete 100#/131# Tongue & Mate Turnouts | 1 | EA | $ | ||
| C880 | Ultrasonic Track Testing | 1 | MI | $ | ||
| C881 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 0 | TF | $ | |||
| C882 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 0 | TF | $ | |||
| C883 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 0 | TF | $ | ||
| C884 | Composite Railroad Ties | 20 | EA | $ | ||
| C885 | Engineering Services | 160 | HR | $ | ||
| C886 | Equipment Operator (Davis Bacon) | 40 | HR | $ | ||
| C887 | Foreman (Davis Bacon) | 40 | HR | $ | ||
| C888 | Laborer (Davis Bacon) | 40 | HR | $ | ||
| C889 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| C890 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| C891 | Material | $15,000.00 | LS | $ |
Total IQ Line Items C800 Through C891 $
TOTAL NON-RECURRING WORK PRICE 2ND OPTION PERIOD - NSA MECHANICSBURG $
Earle 3rd
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT D |
| Line Item 0007 Recurring Work - 3rd Option Period | |||||
| PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3 | |||||
| ELINs C001 | |||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| D001 - NAVSTA Spec Item 3 | ||||
| D001 | Firm Fixed-Price Work | |||
| D001AA | Emergency Service Order 3.1.1 | 10 | EA | $ |
| D001AB | Routine Service Order 3.1.3 | 4 | EA | $ |
| D001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA | $ |
| D001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA | $ |
| D001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA | $ |
| D001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA | $ |
| D001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI | $ |
| D001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI | $ |
| D001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 0 | MI | $ |
TOTAL FFP LINE ITEMS $
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT D |
| Line Item 0008 Non-Recurring Work - 3rd Option Period | ||||||
| PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs D700 through D784 ARE FOR NWS EARLE | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| D700 | Emergency Call | 6 | EA | $ | ||
| D701 | Thawing of Switches | 5 | EA | $ | ||
| D702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| D703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1400 | LF | $ | ||
| D704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| D705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| D706 | Replace Rail: 85# | 200 | LF | $ | ||
| D707 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| D708 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| D709 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| D710 | Crossties: 7"x 9"x 8'-6", Overpass | 24 | EA | $ | ||
| D711 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| D712 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| D713 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| D714 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| D715 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| D716 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| D717 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| D718 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| D719 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| D720 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| D721 | Tie Plates: Double Shoulder | 750 | EA | $ | ||
| D722 | Cut Spikes: 6" x 5/8" | 1,500 | EA | $ | ||
| D723 | Rail Anchors: 85# | 400 | EA | $ | ||
| D724 | Rail Anchors: 100# | 200 | EA | $ | ||
| D725 | Rail Anchors: 115# | 600 | EA | $ | ||
| D726 | Ballast | 600 | TON | $ | ||
| D727 | Repair Grounding System - Ground Electrode | 1 | EA | $ | ||
| D728 | Repair Grounding System - Ground Track | 1 | EA | $ | ||
| D729 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| D730 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| D731 | Track Bolts: 85# Rail | 250 | EA | $ | ||
| D732 | Track Bolts: 100# Rail | 300 | EA | $ | ||
| D733 | Track Bolts: 115# Rail | 200 | EA | $ | ||
| D734 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| D735 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| D736 | Gauging | 1,800 | TF | $ | ||
| D737 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| D738 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| D739 | Ground Throw Switch Stand | 5 | EA | $ | ||
| D740 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| D741 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| D742 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| D743 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| D744 | Install Complete New #10 Turnout: 100# | 0 | EA | $ | ||
| D745 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| D746 | Switch Bolts: 80#-115# Guard Rail | 15 | EA | $ | ||
| D747 | Switch Bolts: 80#-115# Heel Block | 5 | EA | $ | ||
| D748 | Rail Stops | 0 | PR | $ | ||
| D749 | Remove Existing Asphalt | 350 | TN | $ | ||
| D750 | Provide Asphalt Pavement | 350 | TN | $ | ||
| D751 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| D752 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| D753 | Flangeway Road Crossing | 40 | LF | $ | ||
| D754 | Railseal Rubber Flangeway Sealer | 50 | LF | $ | ||
| D755 | Concrete Panel Roadway Crossing | 60 | LF | $ | ||
| D756 | Cleaning of Flange Ways | 70 | TF | $ | ||
| D757 | Ditch Maintenance | 100 | LF | $ | ||
| D758 | Excavation of Mud Cribs | 70 | EA | $ | ||
| D759 | New Filter Fabric | 450 | SY | $ | ||
| D760 | New Subdrains | 200 | LF | $ | ||
| D761 | Joint Bars with Bolts: 85# | 20 | PR | $ | ||
| D762 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| D763 | Joint Bars with Bolts: 115# | 10 | PR | $ | ||
| D764 | Cut & Drill Existing Rail | 6 | EA | $ | ||
| D765 | Replace Concrete Deck | 2 | CF | $ | ||
| D766 | Rail Clips | 2 | EA | $ | ||
| D767 | Replace Spring Ground Throw | 5 | EA | $ | ||
| D768 | Install New Ambidex Boxes | 1 | EA | $ | ||
| D769 | Compromise Joint: 80#/115# | 10 | PR | $ | ||
| D770 | Joint Bar Maintenance | 3 | EA | $ | ||
| D771 | Complete 115# Tongue & Mate Turnouts | 1 | EA | $ | ||
| D772 | Traffic and Railroad Signals Service | 48 | HR | $ | ||
| D773 | Ultrasonic Track Testing | 1 | MI | $ | ||
| D774 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 700 | TF | $ | |||
| D775 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 1800 | TF | $ | |||
| D776 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 2500 | TF | $ | ||
| D777 | Composite Railroad Ties | 20 | EA | $ | ||
| D778 | Engineering Services | 160 | HR | $ | ||
| D779 | Equipment Operator (Davis Bacon Rates) | 40 | HR | $ | ||
| D780 | Foreman (Davis Bacon Rates) | 40 | HR | $ | ||
| D781 | Laborer (Davis Bacon Rates) | 40 | HR | $ | ||
| D782 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| D783 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| D784 | Material | $15,000.00 | LS | $ |
Total IQ Line Items D700 Through D784 $
TOTAL NON-RECURRING WORK PRICE 3RD OPTION PERIOD - NWS Earle $
Mech 3rd
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT D |
| Continuation Line Item 0008 Non-Recurring Work - 3rd Option Period | ||||||
| PROVIDE PRICES FOR NSA MECHANICSBURG - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs D800 through D891 ARE FOR NSA MECHANICSBURG | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| D800 | Emergency Call | 6 | EA | $ | ||
| D801 | Turnout Maintenance (PM) | 52 | EA | $ | ||
| D802 | Thawing of Switches | 5 | EA | $ | ||
| D803 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| D804 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| D805 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| D806 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | $ | ||
| D807 | Install Rail: 131# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| D808 | Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| D809 | Replace Rail: 85# | 0 | LF | $ | ||
| D810 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| D811 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| D812 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| D813 | Crossties: 7"x 9"x 8'-6", Overpass | 0 | EA | $ | ||
| D814 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| D815 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| D816 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| D817 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| D818 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| D819 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| D820 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| D821 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| D822 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| D823 | Switch Timbers: 7"x 9"x 22'-0" | 20 | EA | $ | ||
| D824 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| D825 | Tie Plates: Double Shoulder | 500 | EA | $ | ||
| D826 | Cut Spikes: 6" x 5/8" | 3,100 | EA | $ | ||
| D827 | Rail Anchors: 85# | 100 | EA | $ | ||
| D828 | Rail Anchors: 100# | 200 | EA | $ | ||
| D829 | Rail Anchors: 115# | 600 | EA | $ | ||
| D830 | Rail Anchors: 131# | 300 | EA | $ | ||
| D831 | Ballast | 600 | TON | $ | ||
| D832 | Repair Grounding System - Ground Electrode | 0 | EA | $ | ||
| D833 | Repair Grounding System - Ground Track | 0 | EA | $ | ||
| D834 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| D835 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| D836 | Track Bolts: 85# Rail | 150 | EA | $ | ||
| D837 | Track Bolts: 100# Rail | 200 | EA | $ | ||
| D838 | Track Bolts: 115# Rail | 500 | EA | $ | ||
| D839 | Track Bolts: 131# Rail | 200 | EA | $ | ||
| D840 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| D841 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| D842 | Gauging | 1,800 | TF | $ | ||
| D843 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| D844 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| D845 | Ground Throw Switch Stand | 5 | EA | $ | ||
| D846 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| D847 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| D848 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| D849 | Install Complete New #8 Turnout: 131# | 2 | EA | $ | ||
| D850 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| D851 | Install Complete New #10 Turnout: 100# | 1 | EA | $ | ||
| D852 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| D853 | Install Complete New #10 Turnout: 131# | 2 | EA | $ | ||
| D854 | Switch Bolts: 80#-131# Guard Rail | 15 | EA | $ | ||
| D855 | Switch Bolts: 80#-131# Heel Block | 5 | EA | $ | ||
| D856 | Rail Stops | 1 | PR | $ | ||
| D857 | Remove Existing Asphalt | 350 | TN | $ | ||
| D858 | Provide Asphalt Pavement | 350 | TN | $ | ||
| D859 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| D860 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| D861 | Flangeway Road Crossing | 40 | LF | $ | ||
| D862 | Railseal Rubber Flangeway Sealer | 10 | LF | $ | ||
| D863 | Concrete Panel Roadway Crossing | 30 | LF | $ | ||
| D864 | Cleaning of Flange Ways | 70 | TF | $ | ||
| D865 | Ditch Maintenance | 100 | LF | $ | ||
| D866 | Excavation of Mud Cribs | 70 | EA | $ | ||
| D867 | New Filter Fabric | 450 | SY | $ | ||
| D868 | New Subdrains | 200 | LF | $ | ||
| D869 | Joint Bars with Bolts: 85# | 10 | PR | $ | ||
| D870 | Joint Bars with Bolts: 100# | 15 | PR | $ | ||
| D871 | Joint Bars with Bolts: 115# | 15 | PR | $ | ||
| D872 | Joint Bars with Bolts: 131# | 15 | PR | $ | ||
| D873 | Cut & Drill Existing Rail | 12 | EA | $ | ||
| D874 | Replace Concrete Deck | 2 | CF | $ | ||
| D875 | Rail Clips | 2 | EA | $ | ||
| D876 | Replace Spring Ground Throw | 5 | EA | $ | ||
| D877 | Compromise Joint: 80#/131# | 20 | PR | $ | ||
| D878 | Joint Bar Maintenance | 3 | EA | $ | ||
| D879 | Complete 100#/131# Tongue & Mate Turnouts | 1 | EA | $ | ||
| D880 | Ultrasonic Track Testing | 1 | MI | $ | ||
| D881 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 0 | TF | $ | |||
| D882 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 0 | TF | $ | |||
| D883 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 0 | TF | $ | ||
| D884 | Composite Railroad Ties | 20 | EA | $ | ||
| D885 | Engineering Services | 160 | HR | $ | ||
| D886 | Equipment Operator (Davis Bacon) | 40 | HR | $ | ||
| D887 | Foreman (Davis Bacon) | 40 | HR | $ | ||
| D888 | Laborer (Davis Bacon) | 40 | HR | $ | ||
| D889 | Equipment for Task Hour Line Item | $5,000.00 | LS | $ | ||
| D890 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | $ | ||
| D891 | Material | $15,000.00 | LS | $ |
Total IQ Line Items C800 Through C891 $
TOTAL NON-RECURRING WORK PRICE 3RD OPTION PERIOD - NSA MECHANICSBURG $
Earle 4th
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT E |
| Line Item 0009 Recurring Work - 4th Option Period | |||||
| PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3 | |||||
| ELINs C001 | |||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| E001 - NAVSTA Spec Item 3 | ||||
| E001 | Firm Fixed-Price Work | |||
| E001AA | Emergency Service Order 3.1.1 | 10 | EA | $ |
| E001AB | Routine Service Order 3.1.3 | 4 | EA | $ |
| E001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA | $ |
| E001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA | $ |
| E001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA | $ |
| E001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA | $ |
| E001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI | $ |
| E001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI | $ |
| E001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 0 | MI | $ |
TOTAL FFP LINE ITEMS $
| ATTACHMENT J-0200000-08 |
| EXHIBIT LINE ITEM NUMBERS |
| SOLICITATION/CONTRACT N40085-18-D-9760 |
| EXHIBIT E |
| Line Item 0010 Non-Recurring Work - 4th Option Period | ||||||
| PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4 | ||||||
| ELINs E700 through E784 ARE FOR NWS EARLE | ||||||
| ELIN / Sub ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| E700 | Emergency Call | 6 | EA | $ | ||
| E701 | Thawing of Switches | 5 | EA | $ | ||
| E702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | $ | |||
| E703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1400 | LF | $ | ||
| E704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | $ | |||
| E705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | $ | ||
| E706 | Replace Rail: 85# | 200 | LF | $ | ||
| E707 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | $ | ||
| E708 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | $ | ||
| E709 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | $ | ||
| E710 | Crossties: 7"x 9"x 8'-6", Overpass | 24 | EA | $ | ||
| E711 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | $ | ||
| E712 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | $ | ||
| E713 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | $ | ||
| E714 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | $ | ||
| E715 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | $ | ||
| E716 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | $ | ||
| E717 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | $ | ||
| E718 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | $ | ||
| E719 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | $ | ||
| E720 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | $ | ||
| E721 | Tie Plates: Double Shoulder | 750 | EA | $ | ||
| E722 | Cut Spikes: 6" x 5/8" | 1,500 | EA | $ | ||
| E723 | Rail Anchors: 85# | 400 | EA | $ | ||
| E724 | Rail Anchors: 100# | 200 | EA | $ | ||
| E725 | Rail Anchors: 115# | 600 | EA | $ | ||
| E726 | Ballast | 600 | TON | $ | ||
| E727 | Repair Grounding System - Ground Electrode | 1 | EA | $ | ||
| E728 | Repair Grounding System - Ground Track | 1 | EA | $ | ||
| E729 | Repair Grounding System - Rail Bond | 5 | EA | $ | ||
| E730 | Repair Grounding System - Insulating Joint | 1 | EA | $ | ||
| E731 | Track Bolts: 85# Rail | 250 | EA | $ | ||
| E732 | Track Bolts: 100# Rail | 300 | EA | $ | ||
| E733 | Track Bolts: 115# Rail | 200 | EA | $ | ||
| E734 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | $ | |||
| E735 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | $ | ||
| E736 | Gauging | 1,800 | TF | $ | ||
| E737 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | $ | |||
| E738 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | $ | ||
| E739 | Ground Throw Switch Stand | 5 | EA | $ | ||
| E740 | Install Complete New #8 Turnout: 85# | 0 | EA | $ | ||
| E741 | Install Complete New #8 Turnout: 100# | 0 | EA | $ | ||
| E742 | Install Complete New #8 Turnout: 115# | 2 | EA | $ | ||
| E743 | Install Complete New #10 Turnout: 85# | 0 | EA | $ | ||
| E744 | Install Complete New #10 Turnout: 100# | 0 | EA | $ | ||
| E745 | Install Complete New #10 Turnout: 115# | 2 | EA | $ | ||
| E746 | Switch Bolts: 80#-115# Guard Rail | 15 | EA | $ | ||
| E747 | Switch Bolts: 80#-115# Heel Block | 5 | EA | $ | ||
| E748 | Rail Stops | 0 | PR | $ | ||
| E749 | Remove Existing Asphalt | 350 | TN | $ | ||
| E750 | Provide Asphalt Pavement | 350 | TN | $ | ||
| E751 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | $ | ||
| E752 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | $ | ||
| E753 | Flangeway Road Crossing | 40 | LF | $ | ||
| E754 | Railseal Rubber Flangeway Sealer | 50 | LF | $ |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.